909 SE EVERETT MALL WAY BASE FILE 2025-03-25

u s 2021 IEBC, 502.4 EXISTI STRUCTURAL ELEMENTS CARRYING GRAVITY LOAD, m ' ANY EXISTING GRAVITY LOAD-CARRYING STRUCTURAL ELEMENT FOR WHICH AN ADDITION AND ITS RELATED ALTERATIONS CAUSE AN INCREASE IN DESIGN 91) O o DEAD, LIVE OR SNOW LOAD, INCLUDING SNOW DRIFT EFFECTS, OF MORE FASTEN NEW UNIT TO UNISTRUT WITH 18-GA. ANGLE 4.. AT a THAN 5 PERCENT SHALL BE REPLACED OR ALTERED AS NEEDED TO CARRY BRACKET; (2) #10 SCREW THRU ANGLE BRACKET INTO THE GRAVITY LOADS REQUIRED BY THE INTERNATIONAL BUILDING CODE FOR NEW STRUCTURES. ANY EXISTING GRAVITY LOAD-CARRYING STRUCTURAL NEW UNIT BASERAIL, (2) #10 SCREW THRU ANGLE h+�l ELEMENT WHOSE VERTICAL LOAD-CARRYING CAPACITY IS DECREASED AS PART BRACKET INTO UNISTRUT. (3) ANGLE BRACKETS EACH � OF THE ADDITION AND ITS RELATED ALTERATIONS SHALL BE CONSIDERED TO SIDE, (6) ANGLE BRACKETS TOTAL. (4) SCREWS EACH BE AN ALTERED ELEMENT SUBJECT TO THE REQUIREMENTS OF SECTION 503.3. ANGLE BRACKET, (24) SCREWS TOTAL, ANY EXISTING ELEMENT THAT WILL FORM PART OF THE LATERAL LOAD PATH CONNECT THE 1sg"x1�"x6'L UNISTRUT TO THE FOR ANY PART OF THE ADDITION SHALL BE CONSIDERED TO BE AN EXISTING EXISTING THE l'L g"x6'WOOD SLEEPERS WITH TWO (2) LATERAL LOAD-CARRYING STRUCTURAL ELEMENT SUBJECT TO THE REQUIREMENTS EXISTING LONG GALVANIZED yL00D SLEEPERS WITH TO THE OF SECTION 502.5, # SLEEPERS. EACH END, (12) SCREWS TOTAL. (2) EXISTING 4x8x10'L WOOD SLEEPERS. WEIGHT(LBS) ROOF EXISTING HP-3 NEW HP-3 - Lu UNIT 1050 805 --- - o ECONOMIZER 0 111 TOTAL 1050 916 SEISMIC ATTACHMENT DETAILS SCALE NONE 20' 20' 20' 20 20' 20' 20' 20' 27' A A I I I I I I I I I I I I I I I I Z ------------1------------- ------------1-------------1-------------1-------------I O I I I I I I I I I I Lu I I I I I I I I ------------- -------------I ------------ -------------1-------------1 I I I I I I I I I I I I I I I I -------------1-------------1------------ ------------- ------------ -------------1-------------1-------------1 d ++ C � (E)4 x 8 x110'L SLEEPERS (E)4 x 8 x1110'L SLEEPERS _ d 2x4® 16"O.C. 2x4® 16"O.C. cu ------------1------------- ------------1-------------1 — ------- 1-------------I C I 1 IIIIIIII 1 1 I 1 p IIIIIIII I I � 1 c V HP-31 1 1 1 pipe Column HP-3 �4"0 Steel p I I 1 1 1 1 1 4"0 Steel I I 1 4 m pe Column 0 Q (E)SA/RA DUCT DROPS (E)SA/RA DUCT DROPS NEW SA & RA11TRANSITION DUCT � � N to K d O G.L.5j"x 10x1"Purlins G.L.5j"x 10x1"Purlins G.L.5j"x 10x1"Purlins G.L.5d"x 10x1"Purlins G.L.5d"x 101�"Purlins G.L.54"x 10j"Purlins G.L.N"x 10j"Purlins G.L.N x 101�"Purlins LLJ Z (n ------------ ----- ------------ ------------ ------------ -----1-------------I-------------I ® 8'-0"O.C. CMBR " ® 8'-0"O.C. CMBR " ® 8'-0"O.C. CMBR ° ® 8'-0"O.C. CMBR ° ® 8'-0"O.C. CMBR " O 8'-0"O.C. CMBR " O 8'-0"O.C. CMBR j" ® 8'-0"O.C. CMBR " 1 I I I 1 11 11 11 1 I I I I I I I ------------1------------- ------------1-------------1-------------1-------------1 W �1- n "1 % M 1 U U U ------------1 1------------� 1------------� 1 W ------------1------------- ------------- -------------I -------------1 —1 —1 1 I I I I I I I L � 1 I I I I I I I ------------ -------------1-------------1-------------1 .� y ------------ ------------ ------------11------------- I ° 00 LL N 00 ._ v 1 1 D D 4 U E ME 4 (%,) :3 0 _7 cj) rn Lu F F 20' 20' 20, _ 27' 20' 20' 20' 1 _. 21' s a a z t 5 a 3; z, t DATE: 04-04-2024 DRAWN: VTD EXISTING ROOF FRAMING PLAN NEW ROOF FRAMING PLAN ENGR: SCALE 3/16-= P— 0" `� SCALE 3/16"= P— 0- APPVD: JOB NUMBER: 119020 SD1 1 OF 1